Arctic Platform

ABSTRACT

The instant disclosure relates to a system and method of constructing drilling and production platforms that are particularly useful in remote, inaccessible and/or environmentally sensitive operating environments. According to one aspect of the invention, an arctic drilling platform is provided wherein various methods and means of interlocking neighboring platform modules are provided. Methods and means for sealing the intersections formed between a plurality of interlocked platform modules are also disclosed. According to further aspects of the invention, improved platform floor plans are provided, and various wellhead cellar layouts and sealing means are also described. Methods and means of enhancing the usefulness of modular storage platforms are disclosed, and a number of support post installation and removal techniques are also provided. Also taught are a variety of methods of adjusting the height and level of an assembled drilling platform, and methods and means of adding extension members useful for extending the length of a support post are also described.

RELATED APPLICATION DATA

The instant application is a continuation of U.S. Non-Provisionalapplication Ser. No. 12/221,230 filed Jul. 31, 2008, still pending,which is a divisional of U.S. Non-Provisional application Ser. No.11/704,614 filed Feb. 9, 2007, now issued as U.S. Pat. No. 7,410,327,which is a continuation of U.S. Non-Provisional application Ser. No.10/820,597 filed Apr. 8, 2004, now abandoned, which claims the benefitof prior Provisional Application No. 60/461,602, filed Apr. 8, 2003.

FIELD OF THE INVENTION

The present invention relates generally to the field of oil and gasdrilling and production. In a specific, non-limiting embodiment, theinvention comprises a system and method of drilling oil and gas wells inarctic, inaccessible or environmentally sensitive is locations withoutsignificantly disturbing an associated ground surface.

DESCRIPTION OF THE PRIOR ART

The drilling and maintenance of land oil and gas wells requires adesignated area on which to dispose a drilling rig and associatedsupport equipment. Drilling locations are accessed by a variety ofmeans, for example, by roadway, waterway or another suitable accessroute. In particularly remote locations, access to a drilling site issometimes achieved via airlift, either by helicopter, fixed wingaircraft, or both.

Some potential drilling and production sites are further constrained byspecial circumstances that make transportation of drilling equipment tothe drilling site especially difficult. For example, oil and gasreserves may be disposed in locales having accumulations of surface andnear-surface water, such as swamps, tidal flats, jungles, strandedlakes, tundra, muskegs, and permafrost regions. In the case of swamps,muskegs, and tidal flats, the ground is generally too soft to supporttrucks and other heavy equipment, and the water is generally too shallowfor traditional equipment to be floated in. In the case of tundra andpermafrost regions, heavy equipment can be supported only during thewinter months.

Moreover, certain production sites are disposed in environmentallysensitive regions, where surface access by conventional transportvehicles can damage the terrain or affect wildlife breeding areas andmigration paths. Such environmental problems are particularly acute in,for example, arctic tundra and permafrost regions. In these areas, roadconstruction is frequently prohibited or limited to only temporaryseasonal access.

For example, substantial oil and gas reserves exist in the far northernreaches of Canada and Alaska. However, drilling in such regions presentssubstantial engineering and environmental challenges. The current art ofdrilling onshore in arctic tundra is enabled by the use of specialpurpose vehicles, such as Rolligons™ and other low impact vehicles thatcan travel across the arctic tundra, and by ice roads that are built onfrozen tundra to accommodate traditional transport vehicles. Ice roadsare built by spraying water on a frozen surface at very coldtemperatures, and are usually about 35 feet wide and 6 inches thick. Atstrategic locations, the ice roads are made wider to allow for stagingand turn around capabilities.

Land drilling in arctic regions is currently performed on ice pads, thedimensions of which are about 500 feet on a side; typically, the icepads comprise 6-inch thick sheets of ice. The rig itself is built on athicker ice pad, for example, a 6- to 12-inch thick pad. A reserve pitis typically constructed with about a two-foot thickness of ice, plus anice berm, which provides at least two feet of freeboard space above thepit's contents. These reserve pits, sometimes referred to as ice-bermeddrilling waste storage cells, typically have a volume capacity of about45,000 cubic feet, suitable for accumulating and storing about 15,000cubic feet of cuttings and effluent. In addition to the ice roads andthe drilling pad, an arctic drilling location sometimes includes anairstrip, which is essentially a broad, extended ice road formed asdescribed above.

Ice roads can run from a few miles to tens of miles or longer, dependingupon the proximity or remoteness of the existing infrastructure. Thefresh water needed for the ice to construct the roads and pads isusually obtained from lakes and ponds that are generally numerous insuch regions. The construction of an ice road typically requires around1,000,000 gallons of water per linear mile. Over the course of a winterseason, another 200,000 gallons or so per mile are required to maintainthe ice road. Therefore, for a ten-mile ice road, a total of 2,000,000gallons of water would have to be picked up from nearby lakes andsprayed on the selected route to maintain the structural integrity ofthe ice road.

An airstrip requires about 2,000,000 gallons of water per mile toconstruct, and a single drill pad requires about 1,700,000 gallons. Fordrilling operations on a typical 30-day well, an additional 20,000gallons per day are required, for a total of about 600,000 gallons forthe well. A 75-man camp requires another 5,000 gallons per day, or150,000 gallons per month, to support. Sometimes, there are two to fourwells drilled from each pad, frequently with a geological side-track ineach well, and thus even more water is required to maintain the site.Thus, for a winter drilling operation involving, for example, 7 wells,75 miles of road, 7 drilling pads, an airstrip, a 75-man camp, and thedrilling of 5 new wells plus re-entry of two wells left incomplete, thefresh water requirements are on the order of tens of millions ofgallons.

Currently, arctic land exploration drilling operations are conductedonly during the winter months. Roadwork typically commences in thebeginning of January, simultaneous with location building and rigmobilization. Due to the lack of ice roads, initial mobilizations aredone with special purpose vehicles that are suitable for use even inremote regions of the arctic tundra.

Drilling operations typically commence around the beginning of February,and last until the middle of April, at which time all equipment andwaste-pit contents must be removed before the ice pads and roads melt.However, in the Alaskan North Slope, the tundra is closed to all trafficfrom May 15 to July 1 due to nesting birds. If the breakup is late, thendrilling prospects can be fully tested before demobilizing the rig.Otherwise, the entire infrastructure has to be removed, and then rebuiltthe following season.

From the foregoing, it is clear there are several drawbacks associatedwith current arctic drilling and production technology. For example,huge volumes of water are pumped out of ponds and lakes and then allowedto thaw out and become surface run-off again. Also, the ice roads canbecome contaminated with lubricant oil and grease, antifreeze, andrubber products. In addition to the environmental impact, the economiccosts associated with arctic drilling can be prohibitively high.Exploration operations can be conducted only during the coldest times ofthe year, which typically lasts less than 4 or 5 months. Thus, using icepads, actual drilling and testing can be conducted in a window of onlytwo to four months or less, and actual production and development canoccur during less than half the year. At the beginning of each drillingseason, the ice roads and pads must all be rebuilt, and equipment mustagain be transported to and removed from the site, all at substantialfinancial and environmental cost. As for the commercial development ofhydrocarbons in the arctic tundra, the current state of the art requiresthe use of a gravel pad for year round operations. When productionactivities are completed (for example, at the end of the lifecycle ofthe field), the gravel pads must be removed and the site remediated.Such remediation efforts can be very costly and difficult to accomplish.

SUMMARY OF THE INVENTION

According to one aspect of the invention, a method of constructing adrilling or production platform is provided, the method including:drilling a post hole into a ground surface; inserting a support postinto said post hole, wherein said support post has an adjustableshoulder member; adding a fluid slurry to said post hole to freeze saidsupport post within an interior region of said post hole; disposing amodular platform section on top of said adjustable shoulder member toestablish a platform deck surface; and adjusting said adjustableshoulder member so that said platform deck surface is disposedsubstantially level.

According to a further aspect of the invention, a method of constructinga drilling or production platform is provided, the method including:drilling or hammering a support post into a ground surface, wherein saidsupport post further comprises an adjustable shoulder member; disposinga modular platform section on top of said adjustable shoulder member toestablish a platform deck surface; and adjusting said adjustableshoulder member so that said platform deck surface is disposedsubstantially level.

According to a further aspect of the invention, a method of constructinga platform suitable for drilling and producing oil, gas and hydratereserves is provided, the method including: disposing a platform sectionatop a plurality of support posts; disposing two substantially parallelsupport beam sections between two of said support posts; and disposing adeck section atop said two substantially parallel support beams toprovide a bridging support means between said two substantially parallelbeams.

According to a further aspect of the invention a method of constructinga drilling or production platform is provided, the method including:providing a first platform section supported by support posts, whereineach of said support posts are disposed proximate to the corners of saidfirst platform section; providing a second platform section, whereinsaid second platform section further comprises a hooking member thathooks onto a first side of said first platform section; providing aplurality of support posts to support a side of said second platformsection disposed opposite said first side of said second platformsection; and providing a third platform section, wherein said thirdplatform section further comprises a hooking member that hooks saidsecond platform section.

According to a still further aspect of the invention, a method ofassembling a plurality of interlocking modular platform sections usefulfor supporting drilling equipment on a deck surface is provided, themethod including: disposing a first modular platform section and asecond modular platform section atop a plurality of platform supportposts; disposing a hook and hook receiving member proximate an interfaceformed between said first platform section and said second platformsection, wherein said hook is disposed along a side portion of saidfirst platform section, and said hook receiving member is disposed on aside portion of said second platform section, and thereby.

According to a still further aspect of the invention, a method ofcommunicating utilities between a deck section and a platform section ofa drilling or production platform is provided, the method including:disposing a deck section atop a platform section; disposing one or moreholes in a top surface of said deck section to permit utilitycommunication between an interior region of said deck section and a decksurface disposed atop said deck section; and disposing one or more holesbetween a lower surface of said deck section and an upper surface ofsaid platform section.

According to a still further aspect of the invention, a method ofheating a drilling or production platform support post is provided, themethod including: disposing a fluid conduit through a body portion ofsaid support post; disposing a hollow fluid transfer member around ornear an outer surface of said support post, wherein said fluid conduitdisposed in a body portion of said support post is in fluidcommunication with said hollow fluid transfer member; and drawing acooling or warm fluid into said fluid conduit and passing said fluidthrough said hollow fluid transfer member.

According to a further aspect of the invention, a method of removing adrilling or production platform support post is provided, the methodincluding: disposing a fluid conduit through a body portion of saidsupport post; disposing a hollow fluid transfer member around or near anouter surface of said support post, wherein said fluid conduit isdisposed in fluid communication with said hollow fluid transfer member;drawing a warm fluid into said fluid conduit and passing said fluidthrough said hollow fluid transfer member to heat the surroundingground; and applying a pulling force to said support post to pull saidsupport post from the ground.

According to a still further aspect of the invention, a method ofremoving a drilling or production platform support post is provided, themethod including: disposing a fluid conduit through a body portion ofsaid support post; disposing a hollow fluid transfer member around ornear an outer surface of said support post, wherein said fluid conduitis in fluid communication with said hollow fluid transfer member;disposing a vent between said fluid conduit and a surrounding groundsurface using jets or ports; drawing a fluid or gas into said fluidconduit and passing said fluid through said hollow fluid transfermember, through said vent and out to the surrounding ground surface; andapplying a pulling force to said support post to pull said support postfrom the ground.

According to a still further aspect of the invention, a method ofadjusting the height of a modular drilling or production platformsection is provided, the method including: disposing a modular platformsection atop an adjustable shoulder nut disposed on a support post,wherein a top portion of said support post further comprises a liftreceiving means; disposing a lifting means proximate to said liftreceiving means, and then mutually engaging said lifting means and saidlift receiving means; lifting said modular platform section off of saidadjustable shoulder nut and then supporting said modular platformsection using a support means; raising said adjustable shoulder nut; andreplacing said modular platform section atop said adjustable shouldernut using said support means.

According to a still further aspect of the invention, a method ofsealing an intersection formed between a plurality of interlockedplatform modules, the method including: disposing four interlockedplatform modules so that a four-way intersection is formed therebetween;disposing a sealing member over said four-way intersection, wherein saidsealing member comprises a body member and a plurality of leg members;and augmenting the seal using a deformable sealing material.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is a modular drilling or production platform according to theinvention.

FIG. 2 is a section of a well bore included in the drilling orproduction platform shown in FIG. 1, taken at a right angle along alength of the platform.

FIG. 3 is a section of a well bore included in the drilling orproduction platform shown in FIG. 1, taken along a centerline of theplatform.

FIG. 4 is a sectional view of a surface tundra region in which aplurality of post holes has been drilled.

FIG. 5 is the sectional view of FIG. 4, further comprising a pluralityof support posts disposed in the post holes.

FIG. 6 is the sectional view of FIG. 5, further comprising a pluralityof support posts having adjustable shoulders.

FIG. 7 is the sectional view of FIG. 6, further comprising a group ofinterconnected modular platform sections disposed on top of the platformsupport posts.

FIG. 8 is the sectional view of FIG. 7, further comprising a full levelof interconnected modular platform sections disposed on top of theplatform support posts.

FIG. 9 is the sectional view of FIG. 8, further comprising a pluralityof deck sections installed atop the modular platform sections.

FIG. 10 is the topmost portion of a support post, further comprising anadjustable nut disposed at the bottom of the adjustment stroke.

FIG. 11 is the topmost portion of a support post, further comprising anadjustable nut disposed at a position higher than the bottom of theadjustment stroke.

FIG. 12 is a group of interconnected modular platform sections,installed atop a plurality of platform support posts.

FIG. 13 is a cross-sectional view of the installed platform sectionsshown in FIG. 12.

FIG. 14 is a top view of assembled modular platform sections accordingto the invention.

FIG. 15 is a cross-sectional view of the assembled platform sections ofFIG. 14.

FIG. 16 is a partial view of the assembled platform sections shown inFIG. 14.

FIG. 17 is a top view of a group of interconnected modular platformsections.

FIG. 18 is a top view of a group of interconnected modular platformsections.

FIG. 19 is a cross-sectional view of the interconnected modular platformsections shown in FIG. 18.

FIG. 20 depicts a connecting means useful for interconnecting aplurality of modular platform sections.

FIG. 21 is a top view of a group of modular platform sections that areinterconnected using a connecting means according to the invention.

FIG. 22 is a depiction of an intersection established between fourinterconnected modular platform sections.

FIG. 23 is a view of the intersection of four interconnected modularplatform sections shown in FIG. 22, wherein the intersection issubstantially sealed by a sealing means.

FIG. 24 a is a top view of an x-shaped sealing member useful forsubstantially sealing a gap formed at the intersection of a plurality ofinterconnected modular platform sections.

FIG. 24 b is a side view of the x-shaped sealing member shown in FIG. 24a.

FIG. 25 is a sectional view of a fluid waste retention member disposedon an outer perimeter portion of a modular platform section.

FIGS. 26 a and 26 b are plan views of a fence sealing member that hasbeen clipped onto a portion of a fluid retention fence using a clip tab.

FIGS. 27 a and 27 b are plan views of a retaining fence gap sealingmember equipped with a seal extension member.

FIGS. 28 a and 28 b are plan views of a fence corner seal, in which thecorner seal is bridging a gap formed between corner sections of a fluidretention fence.

FIG. 29 is a top view of a group of assembled modular deck sectionsfollowing installation atop a plurality of associated platform sections.

FIG. 30 is a cross-sectional view of the platform shown in FIG. 29.

FIG. 31 is a cross-sectional view of the platform shown in FIG. 29.

FIG. 32 is a cross-sectional view of a support post disposed in a posthole.

FIG. 33 is a cross-sectional view of an upper end of the support postshown in FIG. 32.

FIG. 34 is a detailed view of a lower end of the support post shown inFIG. 32.

FIG. 35 is a platform and deck assembly supported by a support leg,wherein a jacking assembly is disposed above a lift socket located on atopmost portion of the support leg.

FIG. 36 is the platform and deck assembly shown in FIG. 35, wherein ahydraulic cylinder is extended down from the jacking assembly untilcontact with the support post is established.

FIG. 37 is the platform and deck assembly shown in FIG. 35, wherein ajacking assembly has lifted the platform and deck assembly off anadjustable nut disposed on the support post.

FIG. 38 is the platform and deck assembly of FIG. 35, wherein theadjustable nut has been raised to again support the weight of the liftedplatform and deck assembly.

FIG. 39 is the platform and deck assembly of FIG. 35, shown after thejacking assembly has been removed and adjustment of the platform heighthas been completed.

FIG. 40 is a jacking assembly installed beneath a platform and deckassembly so that the platform can be lifted from the bottom.

FIG. 41 is a cross-sectional view of a support post, wherein a wedgesection is disposed on a tapered shoulder portion of an adjustable nut.

FIG. 42 is a top view of the support post head shown in FIG. 41.

FIG. 43 is a partial rotational view of the support post head shown inFIG. 41.

FIG. 44 is a platform floor plan according to an example embodiment ofthe invention.

FIG. 45 is a platform building isolated from the example floor plan ofFIG. 44.

FIG. 46 is a platform section having a bladder tank disposed within.

FIG. 47 is a cross-sectional view of the platform section and bladdertank assembly shown in FIG. 46.

FIG. 48 is a wellhead cellar suitable for use in an arctic platformsystem.

FIG. 49 is an alternative wellhead cellar suitable for use in an arcticplatform system.

FIG. 50 is a cross-sectional view of the seals used to secure an innerand an outer skin of a wellhead cellar.

FIG. 51 is a post hole in which a platform support post is disposed.

FIG. 52 is an adapter useful for adding an extension onto the bottom ofa support post.

FIG. 53 is the adapter of FIG. 52, with an additional pipe sectionwelded thereon.

FIG. 54 is a partial section of a bottom portion of the support postshown in FIG. 51.

FIG. 55 is a partial section of a support post on which an extension hasbeen added.

FIG. 56 is a post hole in which a platform support post is disposed.

FIG. 57 is the post hole of FIG. 56 after the support post has beenremoved.

DETAILED DESCRIPTION

Referring now to a specific, though non-limiting, embodiment of theinvention shown in FIG. 1, a tundra region 1 is shown in which a numberof support posts 2 are disposed in a number of post holes drilled intothe tundra. The support posts 2 support a substantially level drillingor production platform 4 comprised of numerous interconnected modularplatform sections. In certain embodiments, a cylindrical (or othershape) winterizer 6 encloses and winterizes a drilling rig (not shown),and a number of easily transportable modular platform sections 8 areinstalled around the drilling rig. In some embodiments, for example,where drilling is carried out at very cold temperatures (e.g., in arctictundra regions), the rig area is heated during drilling operations. In aparticular embodiment in which the platform is used for hydrateproduction, the rig area is only heated to an intermediate temperatureof about +10 degrees F., so that recovered hydrates will not thaw andcan be preserved for analysis. In other embodiments, however, the rigarea is cooled to permit more comfortable drilling conditions duringwarmer summer seasons.

According to an alternative embodiment, a crane 10 is positioned on adeck portion of platform 4, and is sufficiently mobile to move around onthe deck area so that the crane can be used to carry out a number ofdifferent lifting and support functions. For example, in one exampleembodiment, crane 10 is used to assist in the initial outfitting of theplatform, and thereafter to move spools of drilling string and otherdrilling supplies around the platform during drilling and productionoperations. One or more cranes can also be fixed mounted at key points.

In other embodiments, a group of interconnected housing modules areassembled to provide living quarters for personnel working on the rig.In some embodiments, the housing platform employs a support post andplatform module construction method similar to the platform describedabove, except that housing modules are disposed on the top of theplatform deck instead of drilling modules.

Referring now to an example embodiment shown in FIG. 2, an arcticplatform is provided wherein a plurality of support posts 2 are insertedinto a plurality of corresponding post holes 20 that have been drilledinto the tundra. In one embodiment, support posts 2 are fixed in thepost holes 20 by a process known as ad freeze, which comprises pouring afluid slurry (for example, a slurry of water, sand and gravel) into thepost holes 20 in order to fix the support posts 2 in place after theslurry freezes and hardens. In other embodiments, the support posts aredrilled or hammered directly into the ground surface. In a furtherembodiment, a plurality of modular, interconnectible platform sections 4are installed atop and supported by the support posts 2 after thesupport posts have been frozen in place; in still further embodiments, aplurality of drilling container sections 8 are then stacked on top ofthe platform sections 4 to permit convenient local storage of drillingbits and other equipment related to the drilling operation.

In the particular embodiment depicted in FIG. 2, the well being drilled22 is disposed beneath a wellhead cellar 24 that supports a wellhead 26and blowout prevention stack 28. In the depicted embodiment, asubstructure housing member 30 is disposed above the blowout preventionstack 28 during drilling operations so that the wellhead and blowoutstack are safely housed beneath the housing structure 30. In certainother embodiments, however, drilling rig 32 is disposed above thesubstructure housing 30 so that drilling rig 32 is instead containedwithin a winterizer 6.

Similar to the embodiment shown in FIG. 1, drilling platform 4 iscomprised of a plurality of interconnectible, modular platform sections34 and associated deck sections 36. In a presently preferred embodiment,drilling or production platform 4 comprises 8 platform sections inwidth, and is supported by 9 rows of evenly spaced support posts 2frozen into corresponding post holes 20 drilled in the tundra.

Referring now to the example embodiment of FIG. 3, a drilling platform 4is shown in cross section through a centerline of the well bore, drawnalong a length of drilling rig 32. In some embodiments, wellhead cellar24 is disposed in operative communication with a pair of long wellheadplatform sections 40 and 42. In the particular embodiment depicted inFIG. 3, drilling platform 4 further comprises three rows of supportposts 2. According to a presently preferred embodiment, arctic drillingplatform 4 further comprises about sixteen individual, interconnectedplatform modules, each of which are about 12.5 feet wide and about 50feet long; the resulting drilling platform 4 is therefore substantiallysquare, and measures about a 100 feet on each side. In theaforementioned embodiment, there are about twenty-seven support posts 2,each of which supports the weight and alignment of various platformsections. In further embodiments, one or more additional support posts 2are strategically installed to lend additional stability and loadcapacity to the system.

In other embodiments, additional wells 44 are drilled to serve as backupwellbores in the event the primary wellbore encounters technicalproblems such as a broken drill bit or a jammed drilling string.According to a further embodiment, additional wells 44 are used to drillan underground pipeline routed to a remote location so that productionremoved from the primary well can be pipelined to a remote location incoordination with the ongoing drilling operation. The ability to drillan underground pipeline is particularly useful in environmentallysensitive sites in that removal and transportation of oil, gas and/orhydrates reserves can all be carried out deep beneath the groundsurface, thereby reducing disturbance of the surrounding tundra region.The additional wells 44 can also be used to establish a field size.

According to a method of practicing the invention shown in FIGS. 4-9, aplurality of holes 50 are first drilled into a ground surface or frozentundra region 1. In some embodiments, post holes 50 are evenly spacedapart; however, in other embodiments, additional support posts arestrategically installed to lend greater stability and structuralrigidity to the platform system. In other embodiments, only a few postholes (or even a single hole) are drilled to receive the support postsof a smaller, stand-alone work module, for example, a nearby secondarywell drilled to relieve or apply fluid pressure to the drillingoperation.

According to the embodiment shown in FIG. 5, a plurality of supportposts 2 are then inserted into each of the post holes 50, with lowerportions of the posts being supported by a plurality of post hole groundsurfaces 60, and intermediate portions of the posts being supported byone or more support brackets 64 and 66 attached to provide a temporarysurface fitting at the surface level 62 of tundra region 1 while thesupport posts are being frozen in place within the post holes. Accordingto a further embodiment, once the support posts 2 have been fixed indrilled post holes 50, a slurry comprised of water, sand and gravelmixture is poured into the hole and allowed to freeze. According tostill further embodiments, adjustable support brackets 64 and 66 areinserted near the top of the hole during the slurry freezing process, sothat the tops of the support posts 2 stay accurately aligned during theslurry freezing process. In the example embodiment of FIG. 5, aplurality of adjustable shoulder nuts 70, 72 and 74 are disposed nearthe tops of each of the support posts 2; in the depicted embodiment, theadjustable nuts are disposed at different elevations (as indicated bylines 76, 78 and 80) due to localized inaccuracies in the depths of thepost holes.

As seen in the example embodiment shown in FIG. 6, adjustable shouldernut 72 is then raised (for example, by threading the nut up the shaft ofa complementary threading formed on a portion of the support post) up tothe same elevation level as the other adjustable nuts 70 and 74 (asindicated by lines 80, 82 and 84). In this manner, a level plane isformed to support the later installation of a drilling platform,although in other embodiments, portions of the drilling platform areassembled prior to the drilling of the post holes, and whole sections ofpreviously assembled platform modules are installed on the legs, andthen leveled using the adjustable nuts.

Those of ordinary skill in the art will appreciate that when variousplatform sections are of a common cross-sectional thickness, it isconvenient to set each of the adjusting nuts at about the same height.However, in other embodiments it is beneficial to set the adjustable isnuts at different predetermined heights rather than a common height,depending upon the actual structural requirements imposed by variousoperational environments, for example, to build up the pitch of a sideof the platform disposed on a downward slope.

FIG. 7 shows the cross-sectional platform view of FIG. 6, furthercomprising a pair of interconnected modular platform sections 92 and 94installed over a plurality of adjustable shoulder nuts. In one exampleembodiment, four interconnected modular platform sections are installedover the shoulder nuts of four support posts, for example, the twoplatform sections 92 and 94 depicted herein and two additional modularsections (not shown) disposed directly behind sections 92 and 94. Whenthe installation of deck sections is complete, workers are provided witha level and secure platform surface from which to drill, and effluentand metal cuttings can be contained in the box-like lower body portionsof the deck sections. In still further embodiments, a canvas tarp or thelike is disposed beneath and around an outer perimeter of the decksections, and serves as a skirt or trap to ensure that as much waste aspossible is captured and recovered from the drilling site.

Referring now to the example embodiment of FIG. 8, a full level ofinterconnected modular platform sections 100-105 is then installed overeach of the adjustable shoulder nuts. According to one aspect of theinvention, minor adjustments to the heights of the shoulder nuts arethen effected in order to correct the level of the platform on anas-needed basis. According to various other embodiments, the levelingcorrections can be effected when the individual deck sections are beinginstalled, or after all or some of the sections have already beenassembled and interlocked.

In the example embodiment of FIG. 9, a plurality of modular storagesections 106-109 is then installed above at least a portion of theplatform deck. In some embodiments, the various storage sections 106-109are strategically arranged so as to conveniently contain the equipmentand supplies required to drill and maintain a well, for example, drillstring and associated casings, lubricants, power generators, etc.

According to the example embodiment shown in FIG. 10, the upper portion120 of a support post 2 further comprises an adjustable shoulder nut 124disposed at the bottom of the adjustment stroke. In some embodiments,upper post portion 120 has a reduced cross section 122, and anadjustable shoulder nut 124. In further embodiments, adjustable shouldernut 124 further comprises an internal threaded region 126, and atapered, upwardly facing shoulder member 128.

According to one aspect of the invention, support posts 2 are installedwith each of the adjustable shoulder nuts 124 set at the bottom of theadjustment stroke; in other embodiments, however, the adjustableshoulder nuts 124 are set at predetermined positions other than at thebottom of the stroke, or even in random positions, depending upon theparticular operational requirements of the drilling environment. Inother embodiments, a tapered section 134 is provided at the top ofadjustable nut 124 to allow wedges or shims to be dropped inside a spaceformed when a module is placed onto a post, thereby lending lateralsupport to the post as well as vertical support. In still otherembodiments, one or more fluid receiving fittings 130 are provided atthe top of the support post for receiving and circulating a heating orcooling fluid within a body portion of the post, and a threadedreceiving member 132 is provided for attachment of a lifting means. Inalternative embodiments, receiving member 132 is not threaded, andinstead comprises a slip-toothed fastening assembly; in still furtherembodiments, receiving member 132 comprises an inverted nut and boltreceiving assembly for receiving a lifting means that has been loweredfrom the deck surface disposed above.

According to further examples of the invention, FIG. 11 shows anadjustable nut that was initially set at a position higher than thebottom of the adjustment stroke, for example, near the middle of theadjustment stroke in order to build up a platform section disposed on adownward slope. In FIG. 11, adjustable shoulder nut 124 has beenthreaded up the support post to a higher position as a method of settingan upper shoulder 126 of the adjustable nut at the same elevation as theshoulders on neighboring posts.

According to the example embodiment of FIG. 12, a plurality ofinterconnected modular platform sections 50 is provided, each of whichis installed atop a plurality of support posts. According to a furtherembodiment, the lengths of the platform sections are elongated relativeto their widths; in a presently preferred embodiment, the lengths of theplatform modules are elongated relative to their widths by a ratio ofabout 4:1. For example, in one particular embodiment, each platformsection is about 12.5 feet wide and about 50 feet long. In the depictedembodiment, sixteen such platform sections are combined to provide asubstantially square deck surface that is about 100 feet in both lengthand width.

According to a detailed embodiment, platform 52 is supported by twentyseven different support posts 54, each of which engage various platformsections from beneath the platform. Along the left side of platformsection 60 is a beam member 62, which provides bridging support betweensupport posts 64 and 66. Along the right side of platform section 60 isanother beam member 70, which provides bridging support between supportposts 72 and 74. In one embodiment, the underside of platform section 80is a flat plate and includes a plurality of stiffening members 82; insome embodiments, stiffening members 82 are not intended to bestructural or load bearing members, and are instead designed to supportan accumulation of liquids and effluent that usually develops on adrilling platform.

According to one example embodiment, an interlocking method of securingthe platform modules to one another permits disposition of but a singlesupport post at each platform intersection, and adjacent platformmodules are all supported by that single post. Although the interiorcorners of each platform section are near to and supported by a singlesupport post, the support post is not necessarily attached to each ofthe surrounding platform sections. In one embodiment, for example,platform sections are attached to the support posts in such a fashion asto provide greater support in the direction of a line between supportpost 64 and support post 66; in this embodiment, greater support wouldalso be provided between support post 72 and support post 74. In thisconfiguration, however, only minimal support is provided in thedirection from support post 64 to support post 72, and from support post66 to support post 74, said minimal support deriving from the rigidityproduced when adjoining portion of platform sections are interlockedrather than by attachment of the platform section to a support post.

According to an example embodiment depicted in FIG. 13, a load placedanywhere on the individual deck sections will be supported initially bythe deck surface 120, which in turn transfers the weight load in thedirection indicated by arrow 130 (see FIG. 12) toward beam sections 82and 96 disposed beneath the deck. The weight of the load is thentransmitted down the side beams in the direction of arrow 132 (see FIG.12) toward the support posts, which in turn directs the weight into thesurface of the tundra. According to a further embodiment, rectangularbeam 82 is established by assembly of a plurality of interlockedplatform modules disposed on a side 94 portion of platform section 80;likewise, opposed rectangular beam 96 is established by assembly of aplurality of interlocked platform modules disposed on another side 104of platform section 80.

On top areas 110 and 111 of beam sections 82 and 96, a deck section 120is installed and then locked into place. In one example embodiment, decksection 120 provides direct support for the various equipment and supplypackages loaded on top of the deck. According to another embodiment,beam sections 82 and 96 provide support in the direction of the supportposts 64 and 72 shown in FIG. 12.

In a further embodiment, deck section 120 comprises a compositestructure having a top plate 122 and a bottom plate 124, separated by afoam mixture 126 disposed in an interior region established within theplatform modules. In one particular embodiment, foam mixture 126 is apolyurethane foam mixture that not only stabilizes and supports thestructural integrity of the top and bottom plates, but also provides acompressive strength sufficient to support heavy equipment loads placedon top of the deck surface 120. According to a further embodiment, thepolyurethane foam mixture 126 also dampens the loud noises andstructural vibrations typically created during drilling operations.

Turning now to methods and means of interlocking the platform modules,FIGS. 14 and 15 show a plurality of assembled modular platform sectionssimilar to the embodiments described in FIGS. 12 and 13.

For example, the platform is supported by twenty-seven support posts 54,which engage the various platform sections from underneath. Along theone side of platform section 60 is a beam member 62 that providesbridging support between support posts 64 and 66. Along the other sideof platform section 60 is another beam member 70, which providesbridging support between support posts 72 and 74. The bottom of platformsection 80 is a flat plate and includes a plurality of stiffeningmembers 82, which are not intended to be structural or load bearing innature other than having sufficient capacity to support an accumulationof fluids that build up during drilling operations.

A single support post is disposed at each platform intersection, and theadjacent platform modules are all supported by that single post. Whileeach platform section corner is near to and supported by a support post,the support post is not necessarily disposed in that platform section;the corners of some of the platform sections are supported by only theinterlocking connection members disposed therebetween.

According to the example interlocking platform connection system shownin FIG. 16, a first platform section 60 is disposed adjacent to a secondplatform section 140; a first deck section 142 is installed overplatform section 60, and a second deck section 144 is installed overplatform section 140. According to certain embodiments, a fence member152 projects upwardly from an upper surface 150 of platform section 60.According to a further embodiment, upper surface 160 of platform section140 has a hook 162 disposed over the fence member 152. According to theexample embodiment of FIG. 16, hook 162 is formed structurally integralwith platform section 160, and provides support for the side of platformsection 160; in other embodiments, however, hook 162 is not formedstructurally integral with platform section 160, and is insteadmechanically affixed to the system to provide support for the side ofplatform section 160.

According to the example embodiment of FIG. 17, a first platform section60 is logically supported by at least four different support posts 64,66, 72 and 74. According to a further embodiment, however, a secondplatform section 160 is supported by only two additional support posts162 and 164, while support on the opposite side is achieved by means ofa hooking member 163 engaged over a portion of fence member 152 shown inFIG. 16. According to a still further embodiment, platform section 170is supported by only two additional support posts 172 and 174, thoughplatform section 170 also gains support from support posts 162 and 164on the opposite side by means of the mentioned hook and fence membercombination. According to a still further embodiment, additionalplatform sections 180, 182, 184, 186 and 188 are successively installed,in each instance installation requiring only two additional supportposts and an opposed, complementary hook and fence member combination toensure a secure and reliable connection.

Similarly, platform section 190 employs two additional support posts 192and 194 at the end of the platform section disposed furthest away fromplatform section 170. However, platform section 190 gains additionalsupport from attachment to support posts 164 and 174, and also from ahook and fence member combination disposed at the end most proximate toplatform section 170. Consequently, platform section 200 requires only asingle additional support post 202, provided said support post isemployed in combination with a hook and fence member support means ateach of intersections 204 and 206. Additional platform sections 210,212, 214, 216, 218 and 220 will also require only a single additionalsupport post each, again provided the configuration includes anappropriate hook and fence member combination on two of the sidesdisposed opposite the support post.

Turning now to other example methods and means for connecting platformsections together, FIGS. 18-21 again show a drilling platform comprisedof a group 52 of platform sections that have been interconnected forsupport of equipment storage modules that will later be installed on topof various portions of the platform. As shown, the platform sections aresupported by twenty-seven support posts 54, which engage variousplatform sections from locations disposed beneath the platform. Those ofordinary skill in the art, however, will appreciate that any number ofplatform and deck sections can be assembled into a single unitary whole(or even several discrete modular platform units), and any number ofsupport posts can be employed to support the structure, depending on thevarious field requirements imposed by actual operating environments.Those of ordinary skill in the art will also appreciate that byemploying the example platform assembly methods described above, weightloads can be directed and distributed in virtually any direction alongthe platform, and additional interconnections between platform sectionscan be established to either support weight loads disposed on decksections, or to otherwise lend stability and structural rigidity to theresulting platform system.

Referring now to the example embodiment of FIG. 22, a support post 2 isshown disposed near an intersection 230 of four interconnected platformmodules 232, 234, 236 and 238. Moving out radially from intersection230, a plurality of connecting hooks 240, 242, 246 and 248 are disposedover complementary fence members 250, 252, 254 and 256, so that theseveral associated platform sections are securely interconnected. Thehook and fence member assemblies also serve to effectively seal theintersection 240 where the platform sections are joined, at leastinsofar as accumulated water and the like will easily pass from oneplatform section to another across body portions of the hook and fencelocking assemblies.

Intersection 230, however, is more problematic. For example, virtuallyany liquid can pass through the space formed at the center of thefour-corner intersection, and then pass between platform sections anddown onto the ground surface disposed below. According to one aspect ofthe invention, therefore, a sealing member is provided to close thespace formed at intersection 230, the seal generally being disposed onthe top side portion of the intersection, although installation of theseal from the bottom side of the intersection 230 is also contemplated.The sealing member, which in this case is referred to as an x-sealbecause of its shape, extends in each of four directions at least as faras a series of sealing grooves 260 that have been cut into body portionsof each of the associated fence members 250, 252, 254 and 256.

For example, as seen in FIG. 23, a platform sealing member 270 isdropped over a four-corner intersection where four assembled platformmodules have been interconnected. The body of the seal is substantiallyin direct contact with body portions of the fence members 250, 252, 254and 256 (see FIG. 22), and therefore also directs water or otheraccumulated fluids across away from the intersection 230 of theinterconnected platform modules. Since there is still a potential fordirty water or other fluids to land on top of a fence member and thenseep underneath an end portion of one of the x-seals, a plurality ofsmall grooves disposed in the fence members cut crossways across thefence members so that any fluid that would otherwise tend to run alongthe bottom of the x-seal will instead be diverted in another directionby means of fluid contact with any one of the series of small cutgrooves 260 depicted in FIG. 22.

According to an example of the invention shown in FIGS. 24 a and 24 b,an appropriate x-shaped seal member 270 is shown, which in someembodiments comprises a thin metal plate 274 equipped with a pluralityof leg members 272, which depend from and around various portion of thinplate 274. In some embodiments, leg members 272 are formed structurallyintegral with thin plate 274, though in other embodiments leg members272 comprise a plurality of separate pieces (e.g., a number of smallmetal rectangles) affixed to thin plate 274 using a known connectionmethod, for example, welding the metal rectangles to the thin plate.

As seen in FIG. 25, a further embodiment is provided wherein an outerperimeter of assembled platform modules is fitted with a safety fence282 so that liquids that splash off the surface of the drilling platformwill not pass over the sides of the platform and down onto the groundsurface below. According to some embodiments, safety fence 280 comprisesor retention plate 282, which is either welded on or mechanicallyaffixed to a body portion 284 of safety fence 280. In other embodiments,retention plate 282 includes a portion having a double bend 284 thatslips into and engages a top portion of platform section 288 at apredetermined location so as to establish the desired fluid retentionfence 280. According to still further embodiments, the presence ofsafety fence 280 causes splashing liquids to be diverted back toward theinterior surfaces of the interconnected platform sections, though in oneparticular embodiment, re-directed fluid flow is allowed to drain into acontainer portion of a platform section by means of one or more drainholes 290. In other embodiments, cable races are attached to theretention plates or, in further embodiments, to the platform perimeter.

Referring now to the example embodiments of FIGS. 26 a and 26 b, it willbe understood that individual fluid waste retention fence members arenecessarily going to be fabricated in advance at finite, predeterminedlengths. According to one particular embodiment, for example, the fluidwaste retention fence member measures about twelve and one-half feetlong.

According to an example method of practicing the invention, assuccessive fluid retention safety members are installed next to otherpieces of the fence, cracks that form between the kick plates are sealedusing one or more fence seals 300. In certain embodiments, fence sealsections 300 are fastened to a waste retention member using knownfastening means such as a screw or a nut and bolt assembly. In oneparticular embodiment, the fence seal 300 is clipped onto those portionsof the fence disposed nearest the gaps formed between fence sectionsusing one or more clip tabs 302 and 304. In a further embodiment, fenceseal 300 is clipped onto the safety fence by hooking each of clip tabs302 and 304 over a top lip portion of the kick plate. According to aparticular example embodiment, a vertical fence seal portion 300 isfabricated so that it is about the same height as the terminal verticalportion of the kick plate, so that water or other fluids are directedback toward the interconnected platform sections.

Referring now to the example embodiments of FIGS. 27 a and 27 b, aretaining fence gap sealing member 312 is provided, in which the sealingmember further comprises an extension member disposed thereon that issimilar in both nature and function to the previously discussed four-wayseal, so that excess water that seeps along an interior surface of thefence seal will again be redirected to a region contained within theperimeter of the fence. According to a specific example embodiment,platform sections on which the fence members are affixed have aplurality of cut grooves disposed beneath the sealing member thatfurther prevents seeping fluids from migrating down the sides of theplatform sections.

In the further embodiments of FIGS. 28 a and 28 b, a fence corner seal320 is disposed so that the gap that forms between two sections of fenceinstalled at corners of the platform is bridged. In practice, the cornerseal functions similar to the other fence seals discussed above, exceptthat the corner seal also engages multiple sections of the fence. In apresently preferred embodiment, each of the fence sections upon whichthe corner seal is installed is disposed at about a ninety-degree anglerelative to the other.

According to the example embodiment of FIG. 29, a number of assembledmodular platform sections 50 are depicted following the installation ofa plurality of deck sections atop upper portions of the platformsections. According to one embodiment, one or more manholes 54 isdisposed at each end of the deck sections, except for platform section56, which has a shortened deck (and thus a manhole 54 disposed at onlyone end) due to the location of the platform's wellhead cellar 61.

According to further embodiments, within a body portion of each of thedeck sections is a utilities communication pipe 60, which, in certainembodiments, is configured to run along an entire length (or width) ofthe platform section. According to one embodiment, utility pipe 60 has apredetermined number of regularly spaced junctions, permittingconvenient access points for installation and maintenance of utilitiesrelated equipment (e.g., fiber optics bundles, electrical wiring, etc.).In other embodiments, utilities communication pipe 60 comprises aplurality of junctions disposed at irregularly spaced locations disposedalong a length of the pipe. According to a specific example embodiment,after the disclosed arctic drilling platform has been fully assembled,communication pipes 60 (and the various junctions and utility accesspoints disposed thereupon), serves as the framework for distribution ofpower and other utilities around the surface of the platform duringdrilling operations.

According to a further embodiment, each of the deck sections areslightly greater in length than the utilities communication pipescontained within, so that sufficient room remains within the interior ofthe deck module to install one or more power boxes, water junctions, orutility cross-connections, near the terminal ends of the communicationpipes. In various embodiments of the invention, one or more utilitiescommunication pipes 60 are used to accommodate installation ofelectrical power lines, telephone lines, fiber optic connections, gashoses, fuel lines, etc.

As seen in the example embodiment of FIG. 30, a crawl space is disposedbetween the ends of deck sections 70 and 72. As depicted, deck sections70 and 72 are disposed atop platform sections 74 and 76, though those ofordinary skill in the art will appreciate that the deck sections canalso be assembled in combination with other types of platform modules.According to a still further embodiment, deck sections are constructedby stacking one or more layers, wherein each layer further comprises oneor more communication pipes.

According to a presently preferred embodiment, there is a space or gapof about 12 inches disposed between innermost portions 78 and 80 of decksections 70 and 72; the space or gap is disposed above the topmostportions of platform sections 74 and 76, and below a manhole cover 82laid on a top lip established by the end points of deck sections 70 and72. In further embodiments, pipes 84 and 86 extend into the deck inorder to facilitate utilities communication. Deck section 70 has anupper plate 88 and a lower plate 90, each of which are usually formedfrom a metal or composite material of some type. For example, accordingto one embodiment, upper plate 88 and/or lower plate 90 are formed froman aluminum plate, though in other embodiments an aluminum alloy orother combination of materials is preferred. According to still furtherembodiments, an insulation material is installed in the space or gapestablished between the utilities communication pipes. For example, inone embodiment, polyurethane foam is placed into the space between thecommunications pipes to lend compressive resistance to the deck platedisposed above the crawl space.

According to the example embodiment of FIG. 31, a utility junction 100is disposed in proximity to utilities communication pipes 102 and 104.The horizontal utility pipes intersect a vertical junction pipe 106 thathas been cut to reflect the actual height of the space establishedbetween upper plate 88 and lower plate 90. A drain hole 106 is opened inthe lower plate 90, so that utility lines and the like can be fed intoand through the platform sections disposed below. On the top side of thedeck section, a vertical pipe having a threaded engagement means 110 isprepared, so that utility lines can also be drawn out of the engagementmeans 110 and up into other modules affixed on top of the deck.According to a further embodiment, a plug is threaded into the threadedengagement means 110 when the portal is not in use, thereby providing asmooth deck surface that is substantially uninterrupted by openmanholes.

FIG. 32 is a detailed view of a support post 50 according to theinvention. In some embodiments, support post 50 is inserted into a posthole 52 that has been drilled into a ground surface. In otherembodiments, support post 50 has an interior space 54 established forreceiving a slurry 56 of water, sand and gravel. In still otherembodiments, an external surface of the support post is smooth or flat.When the platform is assembled in a very cold environment, for example,a frozen tundra, slurry 56 will also freeze and lend additionalstability and rigidity to support post 50. According to furtherembodiments, a lower portion 60 of support post 50 has a spiral supportfin 62, and an upper post end 64 is configured to fit into a receivingsocket 66 disposed in the bottom of platform section 68.

FIG. 33 is a detailed view of an upper end 64 of the support post 50shown in FIG. 32, further comprising a process fitting 70 that allowsfluids to be pumped down into a conduit or pipe 80 disposed in a bodyportion of the support post 50. According to one example embodiment,fluids pumped into pipe 80 travel to the bottom of support post 50, anda return flow is established by directing accumulated fluid pressuretoward a process fitting disposed in flanged member 72. In otherembodiments, support post 50 further comprises a plurality of threadedports 74, so that support post 50 can be installed using an attachedpadeye or other fitting device (not shown).

According to the example embodiment of FIG. 34, a terminus portion offluid transport pipe 80 extends downwardly from a body portion ofsupport post 50, and then exits through a reducer port 83 and spiral finmember 82. According to a specific embodiment, spiral fin 82 isfabricated from two metal plates, viz., a lower, rolling spiral plate 84that extends substantially perpendicularly from an outer diameter 86 oflower pipe section 88, and an upper, conical spiral plate 90 thatextends downwardly at an angle of about thirty to forty five degrees.Rolling spiral plate 84 and conical spiral plate 90 are joined togetherby, for example, a known welding or sintering process, so as toestablish a hollow fluid transport space 92 disposed within spiral fin82. In other embodiments, the exterior surface of the support post issubstantially smooth and the fluid transport space is located within aninterior region of the support post.

According to one example embodiment, a fluid solution is pumped downwardthrough pipe 80 and into spiral fin 82. The fluid circulates around thespiral fin 82 down to the bottom of the post 100, and then vents into aninternal bore 106 of support post 50 through transport hole 104. Thefluid solution then circulates back up the body of internal bore 106. Inthis configuration, a liquid or gaseous medium can be pumped down thepipe 80 and around spiral fin 82, and then back up the internal bore 106of support post 50 to either cool or heat the ground surface areasurrounding support post 50. According to other embodiments, a very coldfluid or gas is pumped through pipe 80 into the body of the post, so asto ensure that the surrounding ground surface will remain firmly frozen.According to a further embodiment, however, a warm fluid or gas isinstead pumped through pipe 80 in order to melt the ground surfacearound the support post, so that the support post can then be removedfrom its moorings and more easily retrieved when drilling operations arecomplete. According to a still further embodiment, the fluidtransportation means is vented to a surrounding ground surface usingjetting ports or the like in order to make removal of the support postseasier.

According to one particular embodiment, a fluid such as a food-gradeglycol, which has a freezing temperature well below the lowestanticipated temperature of the surrounding tundra, is employed tofacilitate the aforementioned freezing steps. In case of an accidentalspill, food-grade glycol is also biodegradable, and thus will have onlya limited impact on the surrounding ground surface. Those of ordinaryskill in the art, however, will appreciate that many other fluidsolutions, for example, chilled air, heated air or hot steam, can bepumped through the support post 50 in order to carry out theaforementioned freezing and heating.

On heavily weighted platforms, individual support posts often bear aheavy load. Since in some embodiments the support posts are frozen intothe surrounding ground surface using a slurry, there can be a tendencyfor the underlying ice to either shift or compact, thereby causing oneor more of the posts to sink more deeply into the ground and destabilizethe rest of the platform. In most cases, the sinking of a post is inproportion to the load it bears, and will vary from post to post. Whileit is anticipated that the incremental sinking of any individual postwill usually have a negligible impact on the stability of the platform,those of ordinary skill in the art will appreciate that a mechanicaladjustment will sometimes be required to bolster the structural supportcapacity of some sinking posts. According to the invention, there are atleast two different effective methods of improving the support capacityof sinking posts.

According to the embodiment shown in FIG. 35, for example, a platformand deck assembly 350 is supported by a support post 360, wherein ajacking assembly 370 is disposed above a lift socket 365 located on atopmost portion of the support post 360. As seen in the embodiment ofFIG. 36, a hydraulic cylinder 375 is then extended down from the jackingassembly 370 until contact with the support post lifting socket 365 isestablished. According to some embodiments, the engagement meansprovided to ensure a reliable mechanical interface between cylinder headportion 380 and lifting socket 365 is a slip-toothed sprocket assembly.In other embodiments, the engagement means comprises a known fastenerassembly, for example, a nut and bolt assembly. Those of ordinary skillin the art, however, will recognize that virtually any type ofengagement means could be used to hold the cylinder head 380 in placeagainst the support post receiving socket 365, so long as the engagementmeans is sufficient to reliably facilitate the secure attachment ofcylinder head 380 to the top of the support post.

In further embodiments, hydraulic cylinder 375 is shaped like a piston,and exerts a downward force against the head of the support post so asto engage the two members via the fastening means. According to stillfurther embodiments, however, the hydraulic cylinder member 375 is atelescoping cylinder, so that successive, concentric portions of thecylinder are revealed as the cylinder is extended to engage with thesupport post lifting socket 365, and the platform and deck assembly 350are then lifted.

As seen in the example embodiment of FIG. 37, once the platform and deckassembly 350 have been lifted off of the shoulder of adjustable nut 368by means of attached jacking assembly 370, adjustable nut 368 isrelieved of its weight load and can then be height-adjusted withoutfurther disturbing the level or stability of the surrounding platform.As seen in the example embodiment shown in FIG. 38, after adjustable nut368 has been re-adjusted to a desired setting, platform and deckassembly 350 is set back down onto a flanged receiving portion 369 ofadjustable nut 368 by means of hydraulic cylinder 375, and cylinder head380 is unfastened or otherwise withdrawn from support post liftingsocket 365. As shown in the example embodiment of FIG. 39, after thedesired platform height adjustment is completed, jacking assembly 370can then be removed from the vicinity of support post 360 and usedelsewhere on the platform if desired.

As shown in the example embodiment of FIG. 40, platform and deckassembly 350 need not necessarily be lifted from above in order torelieve the weight load disposed on the support post 360. For example,jacking assembly 390 can also be installed underneath the platform anddeck assembly 350, and then used to lift the platform off of the supportpost 360 by pushing a top surface of the cylinder against a bottomsurface of the platform and deck assembly 350 and then driving thecylinder upward using the cylinder's hydraulic system.

In instances where the hydraulic cylinder is piston shaped, the strokedistance of the hydraulic cylinder effectively determines the extent ofsupport post height adjustment that can be effected. However, in otherembodiments, one or more cylinder retaining pins can also be disposedin-between the jacking assembly's telescopic cylinder members in orderto provide a standardized range of support post height adjustments.According to a particular embodiment, for example, a plurality ofretaining pins is inserted through regularly spaced receiving holesformed in body portions of the inner, middle and outer telescopiccylinder members. As the cylinder progresses through a stroke cycle andretaining pins are inserted into the receiving holes, a basic height forthe jack assembly is established at one of several predeterminedelevations.

According to a detailed example embodiment, a bottom jack assembly ispositioned adjacent to a side portion of a platform in such a fashionthat the jack's hydraulic cylinder traverses a first portion of itsstroke distance. A chain or other lifting means is then wrapped aroundthe raised cylinder head, and the pins are removed from the cylinder'stelescopic body sections. When the cylinder is retracted, the telescopicsections are pulled back in and the pins are reinserted. The cylinder isagain extended, and slack in the restraining chain is withdrawn, so thatthe height of the cylinder head is raised; at that point, the cylinderhead is held in place by only the shortened restraining chain. The pinsare then pulled out of the receiving holes again, and the cylinder isretracted. As before, the telescopic cylinder members are raised to ahigher position and then re-pinned, this process being repeated untilthe cylinder head has been raised to its desired height using only thehydraulic lift strength of the jack assembly. After the height ofhydraulic cylinder head is basically adjusted, the jack assembly is slidinto place under a desired portion of the platform, and the cylinderhead is again extended to permit final adjustment of the height of thesupport posts.

According to the further embodiment of FIG. 41, an installed supportpost 54 comprises a tube-like member 50 disposed through a body portionof a platform section 52, wherein the support post 54 is inserted frombelow into a cylindrical interior space formed in post tube 50. Anadjustable nut 56 is disposed on a body portion of support post 54 so asto engage a bottom surface 58 of platform section 52. According to someembodiments, engagement between adjustable nut 56 and platform bottomsurface 58 further comprises an insulating member 60. When theinsulating member 60 is formed from a poorly conductive material suchas, for example, Delrin or UHMW polyethelene, the insulating memberserves to establish an electrical ground between the steel adjusting nut56 and the aluminum platform section 52.

According to other aspects of the invention, a tapered receiving member62 disposed on an upper portion of adjustable nut 56 resides within tubemember 50 after the support post is installed. A first chocking assembly70 is then lowered down into the space formed between the tube member 50and support post 54 so as to engage both the tapered receiving member 62and an inner wall surface 78 of tube member 50. In the particularembodiment depicted in FIG. 41, a lower wedge member 72 is disposed toengage the adjustable nut 56 at a lower location, and to support anadditional tapered receiving section 74 disposed on a topmost portion ofchocking assembly 70. Likewise, an upper wedge 76 is disposed to engagethe topmost portion of tapered receiving section 74 and inner wallsurface 78 of tube member 50.

FIG. 42 is a top view of the support post head shown in FIG. 41.According to one example embodiment, several chocking assemblies 70 aredisposed around a perimeter region of support post head 80 in order tohold the support post 54 securely in place and lend additional stabilityand structural rigidity to the system after installation is complete.

For example, disposition of multiple chocking members 70 and 74 providesa fixed side distance between the support post and an interior surfaceof the platform section tube member, so that side loads (e.g., forcesbeing delivered to the sides of the platform, such as strong winds) willbe uniformly absorbed across an entire cross-section of the support postportion installed within the tube member. Since both top and bottomportions of the support post are engaged with interior surfaces of thetube member, the support post and tube member assembly is substantiallyfixed, and lends additional structural rigidity to the platform system.If, on the other hand, the support post is fixed at only the bottom ofthe tube member, a pivot-like connection between the support post andplatform section results, and a high inertial moment established nearthe ground surface reduces stability of the assembled platform system.FIG. 43 is a perspective view of the support post head shown in FIG. 41,wherein several of the design features described above with respect toFIG. 42 are emphasized.

Turning now to other aspects of the invention, FIG. 44 is a proposedplatform floor plan in which the general arrangements of storagebuildings and other necessary structures are depicted. Care must begiven to the layout and grouping of platform structures so that relatedequipment is strategically stored, safe and comfortable housing isavailable for platform personnel, and to ensure that the rig is incompliance with strict fire and safety codes.

For example, according to specifications promulgated by the AmericanPetroleum Institute (e.g., the API 500 specifications), a five-footradius around the bell of any drilling rig is considered a Division Oneexplosion environment, and all electrical equipment used in the areamust be configured to accommodate the requirements associated with aClass One Division One area. Most enclosed structures that have a dooropening out to a Division One environment are considered Class OneDivision Two explosive environments, environments that, under the APIregulations, are regulated nearly as restrictively as Class One DivisionOne areas. In practice, virtually all electrical equipment used on therig, including computers and telephones, must be reviewed for electricalexplosion potential in order to comply with the mentioned industryregulations.

In the example embodiment of FIG. 44, a driller's doghouse 50 isdisposed on one side of the drilling rig 52, and a company man house 54is disposed on an opposite side of the rig 52. Both the driller'sdoghouse and the company man house have a picture window 56 and 58, sothat personnel can look onto the drilling floor 60.

It would also be desirable for both the driller's doghouse and thecompany man house to have a doorway that permits personnel stationed inthese offices to walk out onto the rig floor to perform work or conductdiscussions regarding rig activities; however, the presence of a doorwaybetween the rig floor and either the driller's doghouse or the companyman house would cause these areas to be classified as Division Twoareas, and since both the drillers and the company men often have needfor telephones and portable computers and the like, most of which arenot explosion-proofed, it has in the past been the case that convenientdoors between the rig floor and the personnel stations are not present.

As seen in the example embodiment of FIG. 45, in which a buildingstructure from the floor plan of FIG. 44 is isolated in greater detail,rig floor access difficulties are overcome by constructing a company manhouse 54 that is actually a combination of a company man room 70 and acomputer and communications room 72. In a substantially central portionof the company man house 54, a door 80 opens into a small hallway 82,rather than directly into the company man room 70. According to oneembodiment, the small hallway 82 passes straight through the company manhouse 54 and is fully opened to the environment on a side 84 oppositethe door 80. Since door 80 opens into a hallway 82 that is open to theenvironment, hallway 82 becomes a non-classified area, and company mencan use the telephones and computers provided in computer room 72without conflicting with the industry regulations.

Turning now to various storage structures that are useful in a platformenvironment, for example, liquid storage platform sections, anembodiment of the invention depicted in FIGS. 46 and 47 comprises aplatform section 50 that has a deck section 52 installed on top of theplatform. In some embodiments, support foam 54 disposed within decksection 52 provides a layer of insulation at the top of the deckportion; in a presently preferred embodiment, the layer of insulation isabout six inches thick. A plurality of six-inch insulation members 56have also been added to the ends, bottom, and both sides of the platformand deck sections, effectively making the storage module a large thermalcontainer.

In some embodiments, the floor of thermal container 52 further comprisesan electric heating element 60; lying on top of the heating element is aballoon type tank or collapsible pillow tank 62. In some embodiments,the balloon tank stores fresh water that can later be processed intoeither potable water or water suitable for use in showers and sinks.According to other embodiments, balloon tank 62 is used to store otherliquids, for example, diesel fuel or well operation fluids. In furtherembodiments, a pump 70 is used to draw fluid out of the bladder tankprior to transfer of the fluid into other parts of the platformstructure. In still further embodiments, pump 70 is used to draw liquidsfrom other platform sections, and to pump the drawn fluids into thebladder tank through appropriate process connections 72, for example, ametal pipe or durable plastic conduit connection.

Those of ordinary skill in the art will appreciate that there areusually a great many platform areas that are stacked high withrelatively heavy platform modules and drilling equipment. However, thereare also many other areas, for example, the deck sections beneath thecrane, which are lightly loaded. By using one of the liquid storagebladder configurations, fluid loads can be maintained in platformsections that functionally serve as open deck spaces. The liquid storagebladders are also lighter than the steel tank storage modules that arepresently known, and thus the total weight required to be supported isreduced according to the invention.

Most liquids suitable for storage in the disclosed bladder will tend tofreeze at very low temperatures, for example, the very low temperaturesthat would be expected in arctic drilling environments. In the exampleembodiment of FIGS. 46 and 47, problems associated with freezing fluidsare overcome using one or more electric heaters disposed along thebottom of the bladder tank. According to further embodiments, however,one or more additional heating strips is applied directly to the bottomof the tank, or is instead applied to the bottom of an aluminum platelaid on the bottom of the platform section so that the bladder tank isdisposed on top of the aluminum plate. The aluminum heating platesprovide superior temperature distribution, and generally will not causehot spots that can overheat a particular area of the bladder like otherknown methods of tank heating. According to further embodiments, hot airis circulated within the storage section to prevent the stored fluidfrom freezing; in still other embodiments, electric heaters are disposedwithin the fluid so that warm water is continuously circulated throughthe storage tank.

FIG. 48 is a cross-sectional view of a wellhead cellar according to oneaspect of the invention, in which an outer portion of the wellheadcellar is comprised of multiple layers, for example, an inner skin andan outer skin, with two-part polyurethane foam insulation disposedbetween the inner and outer skins. In the bottom of the wellhead cellar,there are at least two levels of seals provided to ensure the unit is asenvironmentally secure as possible and that the ground surface isprotected from inadvertent spills. The disclosed wellhead cellar alsopermits the entire drilling operation to be carried out withoutdisturbing any of the ground surface except for the production hole.

As seen in the example embodiment of FIG. 49, the wellhead center cellarfurther comprises additional sets of casing and the like suitable foruse in additional wellbores. According to further embodiments of theinvention, the backup casings are also sealed within the wellhead cellarto prevent leakage, and to maintain the environmental integrity of thedrilling operation. In a further embodiment, a ladder or stairs provideaccess to personnel required to move into and out of the wellheadcellar.

As seen in the example embodiment of FIG. 50, a wellhead cellar sealingassembly engages an outermost stream of production casing. The sealscomprise an inner and outer skin, with polyurethane foam disposedin-between. According to some embodiments, each of the seals areenergized using bolts attached by known fasteners in order to provide asecure and reliable sealing assembly for the protection of wellhead.Other means for energizing the seals include introduction of lowpressure air feeds, for example, an air feed having about 2 PSI, so thatthe seals are held fast after attachment by means of compressivepressure or the use of a sealant such as foam.

FIG. 51 is a post hole in which a platform support post 50 is disposedaccording to further aspects of the invention. The support post 50 hasan adjustable nut 56 for making fine adjustments to the level of theplatform 52 disposed thereon, and a fluid transfer means 58 that permitsfluid to be pumped from the platform down inside the body of the supportpost 52 for heating or cooling operations. A lower end 60 of supportpost 50 is contoured to permit pumped fluids to flow toward the bottomof the support post for full, uniform heating of the support post. Atthe lower end of the support post 50, a smaller diameter section 62 isfor engagement with an extension member.

As seen in the example embodiment of FIG. 52, an adaptor 70 useful foradding an extension onto the bottom of a support post is provided.According to some embodiments, adaptor 70 has an internal bore 72 sizedto engage a smaller diameter section 62 of the bottom of support post50. According to certain embodiments, one or more fastening bolts 74 arealso provided; in a particular example embodiment, the fastening bolts74 are disposed at 90 degree intervals around the circumference of thedevice, and engage and lock onto the bottom of the support post 50.Disposed on a bottom portion of the adapter 70 is an extension receivingmember 76, sized to engage a piece of extension pipe that is added tothe bottom of the adapter 70. FIG. 53 shows the adaptor 70 of FIG. 52,with the mentioned extension pipe section 80 attached thereto. Accordingto one aspect of the invention, the extension member 80 is welded onto abottom portion of the extension receiving member 76, though in otherembodiments any known fastening means will suffice so long as theconnection between the extension member 80 and the extension receivingmember 76 is secure and dependable. For example, certain embodiments useshear pins or the like to secure the extension member and the extensionreceiving member so that the connection will break apart when apredefined amount of force is applied.

As seen in the embodiment of FIG. 54, a bottom portion of support post50 has a lower end 60 sized so as to engage within an interior surfaceof extension receiving member 72 (see FIG. 52). In the embodiment ofFIG. 55, the support post has an extension member added, with the outersurface of lower end 60 being attached to the extension receiving member72 using a plurality of fastening bolts 74.

According to the further embodiment of FIG. 56, a post hole 100 isdepicted in which a platform support post is disposed. Extension member84 has already been friction-locked to a bottom end of the support post.After the support post is inserted into the post hole, a slurry ofwater, sand and gravel is added to freeze the support post in place. Atthis point, the support post is ready for supporting the raised load forwhich it was designed.

Referring now to the example embodiment of FIG. 57, the post hole shownin FIG. 56 is depicted after removal of the support post from the posthole. According to some embodiments, the support post is heated usingcirculated warm fluid so as to unfreeze the post from the surroundingground formation. The plurality of bolts used to fasten the extensionmember to the extension receiving member are then removed or sheared, sothat the support post can in turn be removed from the adapter andextension member. According to one embodiment, the adapter and extensionmember remain in the ground afterward, buried well beneath the surfaceof the surrounding ground formation. In some embodiments, the adapterand extension member are left in the ground about fifteen to twenty feetbeneath the ground surface. In some embodiments, the adapter andextension are forever abandoned, and the post hole is filled in orcovered over so that only minimal signs of the drilling operation areimprinted on the surrounding ground surface. However, in otherembodiments, the adapter and extension member assembly are re-usedwhenever production from the site is again desired, and thus the posthole is not filled in or covered over. According to still furtherembodiments, the adapter and extension member assembly are abandoned,and the upper portion of the post hole is refilled with a slurry of sandand ice. In still other embodiments, the post hole is re-filled with amixture of tundra and ice, and thus the former drilling site cannoteasily be discerned from the surrounding tundra after operations havebeen completed and the platform has been removed.

The foregoing specification is provided for illustrative purposes only,and is not intended to describe all possible aspects of the presentinvention. Moreover, while the invention has been shown and described indetail with respect to several exemplary embodiments, those of ordinaryskill in the art will appreciate that minor changes to the description,and various other modifications, omissions and additions may also bemade without departing from either the spirit or scope thereof.

1. A method of removing a platform support post from a surroundingground surface, said method comprising: circulating a heating fluidthrough a hollow fluid transfer member contained on or within a supportpost; and applying force to said support post to remove said supportpost from the surrounding ground.
 2. A method of removing a platformsupport post from a surrounding ground surface, said method comprising:circulating a fluid through a hollow fluid transfer member contained onor within a support post; venting the fluid to the surrounding groundsurface through one or more jet parts; and applying force to the supportpost to remove said support post from the surrounding ground.